View source for Iterasi 1 Latihan Frame3DD pada Beam+Kolom DanyHP

'''Tema Tugas : Mempelajari Software Frame3DD dengan aplikasi pada Truss 2D'''


== '''Rencana struktur Beam+Column''' ==


 [[File:PlanBC.jpg]]
 Rencana struktur balok dan kolom pada bangunan rumah tingkat 2


== '''INPUT file.txt''' ==

 FRAME3DD memerlukan  Input Data file yang berisi :
 • joint coordinates, 
 • member geometry, 
 • material moduli, 
 • restrained joints, 
 • prescribed displacements,
 • load information, and 
 • optionally, mass information if a modal analysis is to be carried out.

 Asumsi, 
 • Profil Balok sama ukuran luasannya, ukuran balok pada iterasi pertama ini dibuat dengan ukuran 20x10cm
 • Beban masih terpusat pada setiap node yang posisinya di atas
 • Tumpuan pada tembok dikunci pada arah x dan y

----------------------------------------------
"LatihanBeam: ITERASI 1 linear static analysis of a 3D Beam-Column (N,cm, ton)",,,,,,,,,,,,
,,,,,,,,,,,,
# node data ...,,,,,,,,,,,,
18,,,,,# number of nodes,,,,,,,
#.node,x,y,z,r,units: cm,,,,,,,
,,,,,,,,,,,,
1,0,0,0,0,,,,,,,,
2,0,300,0,0,,,,,,,,
3,0,600,0,0,,,,,,,,
4,-400,600,0,0,,,,,,,,
5,-400,300,0,0,,,,,,,,
6,-400,0,0,0,,,,,,,,
7,0,0,300,0,,,,,,,,
8,0,300,300,0,,,,,,,,
9,0,600,300,0,,,,,,,,
10,-400,600,300,0,,,,,,,,
11,-400,300,300,0,,,,,,,,
12,-400,0,300,0,,,,,,,,
13,0,0,600,0,,,,,,,,
14,0,300,600,0,,,,,,,,
15,0,600,600,0,,,,,,,,
16,-400,600,600,0,,,,,,,,
17,-400,300,600,0,,,,,,,,
18,-400,0,600,0,,,,,,,,
,,,,,,,,,,,,
# reaction data ...,,,,,,,,,,,,
6,,,,,# number of nodes with reactions,,,,,,,
#.n,x,y,z,xx,yy,zz,"1=fixed, 0= free",,,,,
,,,,,,,,,,,,
1,1,1,1,1,1,1,,,,,,
2,1,1,1,1,1,1,,,,,,
3,1,1,1,1,1,1,,,,,,
4,1,1,1,1,1,1,,,,,,
5,1,1,1,1,1,1,,,,,,
6,1,1,1,1,1,1,,,,,,
,,,,,,,,,,,,
# frame element data ...,,,,,,,,,,,,
33,,,,,# number of frame elements,,,,,,,
#e,n1,n2,Ax,Asy,Asz,Jxx,Iyy,Izz,E,G,roll,density
#.,.,.,cm^2,cm^2,cm^2,cm^4,cm^4,cm^4,Mpa,Mpa,deg,T/cm^3
,,,,,,,,,,,,
1,1,2,200,100,100,400,800,800,235000,80000,0,2.49E-06
2,2,3,200,100,100,400,800,800,235000,80000,0,2.49E-06
3,3,4,200,100,100,400,800,800,235000,80000,0,2.49E-06
4,4,5,200,100,100,400,800,800,235000,80000,0,2.49E-06
5,5,6,200,100,100,400,800,800,235000,80000,0,2.49E-06
6,6,1,200,100,100,400,800,800,235000,80000,0,2.49E-06
7,5,2,200,100,100,400,800,800,235000,80000,0,2.49E-06
8,7,8,200,100,100,400,800,800,235000,80000,0,2.49E-06
9,8,9,200,100,100,400,800,800,235000,80000,0,2.49E-06
10,9,10,200,100,100,400,800,800,235000,80000,0,2.49E-06
11,10,11,200,100,100,400,800,800,235000,80000,0,2.49E-06
12,11,12,200,100,100,400,800,800,235000,80000,0,2.49E-06
13,12,7,200,100,100,400,800,800,235000,80000,0,2.49E-06
14,11,8,200,100,100,400,800,800,235000,80000,0,2.49E-06
15,13,14,200,100,100,400,800,800,235000,80000,0,2.49E-06
16,14,15,200,100,100,400,800,800,235000,80000,0,2.49E-06
17,15,16,200,100,100,400,800,800,235000,80000,0,2.49E-06
18,16,17,200,100,100,400,800,800,235000,80000,0,2.49E-06
19,17,18,200,100,100,400,800,800,235000,80000,0,2.49E-06
20,18,13,200,100,100,400,800,800,235000,80000,0,2.49E-06
21,17,14,200,100,100,400,800,800,235000,80000,0,2.49E-06
22,7,13,200,100,100,400,800,800,235000,80000,0,2.49E-06
23,1,7,200,100,100,400,800,800,235000,80000,0,2.49E-06
24,8,14,200,100,100,400,800,800,235000,80000,0,2.49E-06
25,2,8,200,100,100,400,800,800,235000,80000,0,2.49E-06
26,9,15,200,100,100,400,800,800,235000,80000,0,2.49E-06
27,3,9,200,100,100,400,800,800,235000,80000,0,2.49E-06
28,10,16,200,100,100,400,800,800,235000,80000,0,2.49E-06
29,4,10,200,100,100,400,800,800,235000,80000,0,2.49E-06
30,11,17,200,100,100,400,800,800,235000,80000,0,2.49E-06
31,5,11,200,100,100,400,800,800,235000,80000,0,2.49E-06
32,12,18,200,100,100,400,800,800,235000,80000,0,2.49E-06
33,6,12,200,100,100,400,800,800,235000,80000,0,2.49E-06
,,,,,,,,,,,,
1,,"# 1: include shear deformations, 0: don't",,,,,,,,,,
1,,"# 1: include geometric stiffness, 0: don't",include,geometric,stiffness,,,,,,,
10,,# exaggerate mesh deformations,,,,,,,,,,
1.3,,# zoom scale for 3D plotting,,,,,,,,,,
10,,# x-axis increment for internal forces,,,,,,,,,,
,,,,,,,,,,,,
,,,,,,,,,,,,
1,,,,,# number of static load cases,,,,,,,
# Begin Static Load Case 1 of 1,,,,,,,,,,,,
,,,,,,,,,,,,
# gravitational acceleration for self-weight loading (global),,,,,,,,,,,,
#,gX,gY,gZ,,,,,,,,,
#,cm./s^2,cm./s^2,cm./s^2,,,,,,,,,
,0,0,-981.456,,,,,,,,,
,,,,,,,,,,,,
18,,,,,# number of loaded nodes,,,,,,,
#.n,Fx,Fy,Fz,Mxx,Myy,Mzz,,,,,,
#,N,N,N,N.cm,N.cm,N.cm,,,,,,
1,0,0,-3000,0,0,0,,,,,,
2,0,0,-3000,0,0,0,,,,,,
3,0,0,-3000,0,0,0,,,,,,
4,0,0,-3000,0,0,0,,,,,,
5,0,0,-3000,0,0,0,,,,,,
6,0,0,-3000,0,0,0,,,,,,
7,0,0,-2000,0,0,0,,,,,,
8,0,0,-2000,0,0,0,,,,,,
9,0,0,-2000,0,0,0,,,,,,
10,0,0,-2000,0,0,0,,,,,,
11,0,0,-2000,0,0,0,,,,,,
12,0,0,-2000,0,0,0,,,,,,
13,0,0,-1000,0,0,0,,,,,,
14,0,0,-1000,0,0,0,,,,,,
15,0,0,-1000,0,0,0,,,,,,
16,0,0,-1000,0,0,0,,,,,,
17,0,0,-1000,0,0,0,,,,,,
18,0,0,-1000,0,0,0,,,,,,
,,,,,,,,,,,,
0,,,,,# number of trapezoidal loads,,,,,,,
0,,,,,# number of internal concentrated loads,,,,,,,
0,,,,,# number of temperature loads,,,,,,,
,,,,,,,,,,,,
0,,,,,# number of nodes with prescribed displacements,,,,,,,
#.n,Dx,Dy,Dz,Dxx,Dyy,Dzz,,,,,,
#.,cm,cm,cm,rad.,rad.,rad.,,,,,,
0,0,0,0,0,0,0,,,,,,
,,,,,,,,,,,,
# End Static Load Case 1 of 1,,,,,,,,,,,,
,,,,,,,,,,,,
# End of input data file for LatihanBeam,,,,,,,,,,,,

---------------------------------------------


== '''Hasil Running (GNU Plot)''' ==

 
Output GNU.plot disampaikan pada gambar berikut.

 [[File:GNU001.jpg]]